CN106592527A - Side slope structure for water-conservancy capital construction - Google Patents
Side slope structure for water-conservancy capital construction Download PDFInfo
- Publication number
- CN106592527A CN106592527A CN201710003820.XA CN201710003820A CN106592527A CN 106592527 A CN106592527 A CN 106592527A CN 201710003820 A CN201710003820 A CN 201710003820A CN 106592527 A CN106592527 A CN 106592527A
- Authority
- CN
- China
- Prior art keywords
- base plate
- capital construction
- water conservancy
- slope
- support post
- Prior art date
Links
- 238000010276 construction Methods 0.000 title claims abstract description 18
- 239000011901 water Substances 0.000 claims abstract description 23
- 239000002689 soil Substances 0.000 claims abstract description 21
- 230000003014 reinforcing Effects 0.000 claims abstract description 15
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 11
- 239000010959 steel Substances 0.000 claims abstract description 11
- 239000010410 layers Substances 0.000 claims description 25
- 235000016709 nutrition Nutrition 0.000 claims description 20
- 230000035764 nutrition Effects 0.000 claims description 20
- 239000011159 matrix materials Substances 0.000 claims description 15
- 235000013311 vegetables Nutrition 0.000 claims description 15
- 238000001764 infiltration Methods 0.000 claims description 11
- 239000011248 coating agents Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 238000005260 corrosion Methods 0.000 claims description 3
- 239000007779 soft materials Substances 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims 1
- 239000010935 stainless steel Substances 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 6
- 230000002349 favourable Effects 0.000 abstract 1
- 230000000050 nutritive Effects 0.000 abstract 1
- 238000005728 strengthening Methods 0.000 abstract 1
- 238000005516 engineering processes Methods 0.000 description 2
- 238000000034 methods Methods 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 230000003319 supportive Effects 0.000 description 2
- 238000005406 washing Methods 0.000 description 2
- 238000010586 diagrams Methods 0.000 description 1
- 238000006073 displacement reactions Methods 0.000 description 1
- 239000004744 fabrics Substances 0.000 description 1
- 239000000463 materials Substances 0.000 description 1
- 239000000203 mixtures Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reactions Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
Classifications
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G2/00—Vegetative propagation
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
- E02B3/125—Flexible prefabricated covering elements, e.g. mats, strips mainly consisting of vegetable material, e.g. wood, reeds
Abstract
Description
Technical field
The present invention relates to a kind of side slope, more particularly to a kind of water conservancy capital construction edge slope structure.
Background technology
Traditional protection slope mostly is the concrete revetment of sealing or grouts block, does not utilize the procreation of biology, and Its outward appearance is gloomy, and visual effect is poor, not attractive in appearance enough.Meanwhile, a kind of currently known hydraulic engineering ecological protection slope construction is base Body, sand bedding course, rubble layer of sand, block stone layer, green layer, concrete component.A kind of hydraulic engineering ecological protection slope can not be accurately real When monitoring bank protection each item data, it is impossible to be preferably used in actual slope protection works, need reasonably to improve it, make It can be more perfect.
The content of the invention
The technical problem to be solved in the present invention is：Overcome the problems referred to above, there is provided a kind of with good supportive, it is to avoid to go out The water conservancy capital construction edge slope structure of the problems such as now caving in.
To achieve these goals, the technical solution used in the present invention is such：The water conservancy capital construction side slope knot of the present invention Structure, including support post, support post bottom is located on a base plate, and it is embedded in and is arranged on base plate, and it passes through between base plate Fixing device is fixedly connected, and steel grid are provided with it, and steel grid are fixed on support post, and reinforcing rod is provided with base plate, and reinforcing rod is not Only one, it is evenly distributed on base plate, and it is fixedly connected between base plate, and support post inner side inclines and is provided with vegetable layer, plants Locking device is provided with tegillum, its lower surface is provided with Nutrition Soil, Nutrition Soil is laid on a matrix, locking device respectively with vegetation Layer and matrix connection, Nutrition Soil is provided with several mesopores, is respectively equipped with several transverse slats and riser in matrix, transverse slat and riser it Between connected using interspersed mode, it is each attached on matrix with riser, and at base plate correspondence vegetable layer and Nutrition Soil infiltration is offered Groove, the external soakaway trench of infiltration groove, soakaway trench is extended on plate outer side face.
Further, as a kind of specific version, support post Surface coating of the present invention has anticorrosion material Matter structure sheaf, anticorrosion material-structure layer is sprayed on support post.
Further, as a kind of specific version, base plate of the present invention adopts corrosion resistant plate structure.
Further, as a kind of specific version, base plate of the present invention adopts heavy structure.
Further, as a kind of specific version, the pitch-row of mesopore two-by-two of the present invention is 30 to 50 Between millimeter.
Further, as a kind of specific version, soakaway trench of the present invention is made using soft material.
Further, as a kind of specific version, nutrition soil thickness of the present invention is at 100 to 200 millimeters Between.
Compared with prior art, it is an advantage of the current invention that：The water conservancy capital construction edge slope structure of the present invention has good propping up Support property, it is to avoid the problems such as caving in occur, reinforcing is strong, can preferably carry out planting technique, by the design of locking device, is difficult Washed away by rainwater etc., drainage effect is good, the water discharged can be recycled, the work of saving water resource is served to a certain extent With.
Description of the drawings
With reference to the accompanying drawings and examples the present invention is further described.
Fig. 1 is the structural representation of the present invention；In figure：1. support post；2. base plate；3. reinforcing rod；4. steel grid；5. vegetation Layer；6. locking device；7. Nutrition Soil；8. mesopore；9. riser；10. transverse slat；11. infiltration grooves；12. soakaway trench.
Specific embodiment
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are simplified schematic diagram, only with The basic structure of the illustration explanation present invention, therefore it only shows the composition relevant with the present invention.
The preferred embodiment of water conservancy capital construction edge slope structure of the present invention as shown in Figure 1, including support post 1, support post 1 Bottom is located on a base plate 2, and on a base plate 2, it is fixedly connected between base plate 2 by fixing device, in it for its embedded setting Steel grid 4 are provided with, steel grid 4 are fixed on support post 1, are provided with reinforcing rod 3 in base plate 2, the more than one of reinforcing rod 3, its uniform point On a base plate 2, it is fixedly connected cloth between base plate 2, and the inner side of support post 1 inclines and is provided with vegetable layer 5, is provided with vegetable layer 5 Locking device 6, its lower surface is provided with Nutrition Soil 7, and Nutrition Soil 7 is laid on a matrix, locking device 6 respectively with vegetable layer 5 and Matrix connects, and Nutrition Soil 7 is provided with several mesopores 8, is respectively equipped with several transverse slats 10 and riser 9 in matrix, transverse slat 10 and perpendicular Connected using interspersed mode between plate 9, it is each attached on matrix with riser 9, opened at the correspondence vegetable layer 5 of base plate 2 and Nutrition Soil 7 Infiltration groove 11 is provided with, the external soakaway trench 12 of infiltration groove 11, soakaway trench 12 is extended on the lateral surface of base plate 2.
The Surface coating of the support post 1 has anticorrosion material-structure layer, and anticorrosion material-structure layer is sprayed and supporting vertical On post 1.Good anticorrosive effect can be played.
The base plate 2 adopts corrosion resistant plate structure.Long-time is avoided to be placed in the problem that ground causes to corrode.
The base plate 2 adopts heavy structure.Reduce displacement problem.
The pitch-row of mesopore two-by-two 8 is between 30 to 50 millimeters.Pitch-row is moderate, preferably can carry for vegetable layer For nutrition, infiltration is also convenient for.
The soakaway trench 12 is made using soft material.It is strong using flexibility.
The thickness of the Nutrition Soil 7 is between 100 to 200 millimeters.Plant growth can preferably be helped.
The water conservancy capital construction edge slope structure of the present invention has good supportive, it is to avoid the problems such as caving in occur, and reinforcing is strong, Planting technique can be preferably carried out, by the design of locking device 6, be difficult to be washed away by rainwater etc., drainage effect is good, will can arrange The water for going out is recycled, and the effect of saving water resource is served to a certain extent.The bottom of support post 1 is located on a base plate 2, its On a base plate 2, it is fixedly connected between base plate 2 by fixing device, and steel grid 4 are provided with it, and steel grid 4 are fixed on for embedded setting On support post 1, reinforcing rod 3 is provided with base plate 2, the more than one of reinforcing rod 3, it is uniformly distributed on a base plate 2, itself and base plate 2 Between be fixedly connected, support degree is bigger, reduces because supporting the unstable problem for causing frequent replacing；The inner side of support post 1 Inclination is provided with vegetable layer 5, vegetable layer 5 and is provided with locking device 6, and its lower surface is provided with Nutrition Soil 7, and Nutrition Soil 7 is laid on a base On body, locking device 6 is connected respectively with vegetable layer 5 and matrix, it is to avoid the loss of water and soil vegetation；Several horizontal strokes are respectively equipped with matrix Plate 10 and riser 9, are connected between transverse slat 10 and riser 9 using interspersed mode, and it is each attached on matrix with riser 9, base plate 2 pairs Answer and infiltration groove 11 is offered at vegetable layer 5 and Nutrition Soil 7, the external soakaway trench 12 of infiltration groove 11, soakaway trench 12 extends in base plate 2 On lateral surface, convenient infiltration can recycle the water circulation oozed out.
With the above-mentioned desirable embodiment according to the present invention as enlightenment, by above-mentioned description, relevant staff is complete Entirely various change and modification can be carried out in the range of without departing from this invention technological thought.The technology of this invention Property scope is not limited to the content on specification, it is necessary to its technical scope is determined according to right.
Claims (7)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710003820.XA CN106592527A (en) | 2017-01-04 | 2017-01-04 | Side slope structure for water-conservancy capital construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710003820.XA CN106592527A (en) | 2017-01-04 | 2017-01-04 | Side slope structure for water-conservancy capital construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106592527A true CN106592527A (en) | 2017-04-26 |
Family
ID=58582608
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710003820.XA CN106592527A (en) | 2017-01-04 | 2017-01-04 | Side slope structure for water-conservancy capital construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106592527A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06280242A (en) * | 1993-03-25 | 1994-10-04 | Sekisui Plastics Co Ltd | Planting soil draining construction |
| CN203057920U (en) * | 2012-09-13 | 2013-07-17 | 梁锡武 | Guardrail flower groove |
| CN203603105U (en) * | 2013-11-27 | 2014-05-21 | 浙江大学城市学院 | Wall plate type ecological retaining wall bank protection structure |
| CN104195911A (en) * | 2014-08-26 | 2014-12-10 | 德州市公路工程总公司 | Widened embankment structure with beside-water cliff high retaining wall fill section and construction method of widened embankment structure |
| CN106592526A (en) * | 2016-12-23 | 2017-04-26 | 成都佳美嘉科技有限公司 | Side slope structure for water basic construction |
-
2017
- 2017-01-04 CN CN201710003820.XA patent/CN106592527A/en not_active Application Discontinuation
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06280242A (en) * | 1993-03-25 | 1994-10-04 | Sekisui Plastics Co Ltd | Planting soil draining construction |
| CN203057920U (en) * | 2012-09-13 | 2013-07-17 | 梁锡武 | Guardrail flower groove |
| CN203603105U (en) * | 2013-11-27 | 2014-05-21 | 浙江大学城市学院 | Wall plate type ecological retaining wall bank protection structure |
| CN104195911A (en) * | 2014-08-26 | 2014-12-10 | 德州市公路工程总公司 | Widened embankment structure with beside-water cliff high retaining wall fill section and construction method of widened embankment structure |
| CN106592526A (en) * | 2016-12-23 | 2017-04-26 | 成都佳美嘉科技有限公司 | Side slope structure for water basic construction |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103947320B (en) | A kind of beach saline land tree planting method and planting of plants structure | |
| CN101435198B (en) | Deep pit support reinforcing anti-seepage water stop composite structure | |
| CN101818499A (en) | Revegetation system on steep rocky slopes and implementing method thereof | |
| CN105040706B (en) | A kind of Retaining Structure with Double-row Piles and its construction method that can make full use of basement space | |
| CN101451355B (en) | Water retention method of back fill course | |
| CN102691302B (en) | Concrete structure for supporting deep foundation pit | |
| CN106638634A (en) | Road rock slope vine ecological protection structure and construction method | |
| CN101200885B (en) | Earth-rock dam deep-base seepage-control water-stopping structure for water conservancy and hydropower project | |
| CN103205976B (en) | The multistage Vierendeel girder protective slope structure of slope body pressure self-adjusting formula | |
| CN102561370B (en) | Protective structure for reinforcing high-liquid-limit soil slope | |
| CN104818696A (en) | Method for manufacturing hydraulic engineering vertical waterstop structure | |
| CN103477952A (en) | Agriculture water and soil improvement irrigation and drainage system | |
| CN203475448U (en) | Road slope protection device | |
| CN105201025B (en) | Basement waterproofing construction and its construction method | |
| CN101336593B (en) | Method for constructing ecology garden landscape compound structures to improve salt-affected soil | |
| CN105604070B (en) | Canal in Loess Area side slope vegetation planting guarantee masonry structure system and its construction method | |
| CN104563148A (en) | Building pile foundation construction method | |
| CN100507163C (en) | Method and equipment for protecting and greening side slope | |
| CN2564624Y (en) | Grass brick for slope greening | |
| CN102747757A (en) | Rainwater collection and using method for desertification area | |
| CN106400776B (en) | Lowland barged-in fill drainage system and bottom vacuumize preloading method | |
| CN201165659Y (en) | Direct discharging type vacuum preloading reinforced soft soil function structure | |
| CN106759104A (en) | Ecological slope protection structure and construction method | |
| CN204825785U (en) | Stain farm ditch is arranged in water logging control of adopting geotextile ecological bag to build shore protection by laying bricks or stones | |
| CN201924365U (en) | Steel sheet pile and tube pile combined foundation ditch supporting structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170426 |